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HomeMy WebLinkAboutConstruction PlansSwim out 18" deep 18" 5'6"deep 'J LED light Skimmer Deck drain 8" deep 15' x 34' 3'6" deep 4'4"— Custom Pool 11" rise LED light ------------------------------ Existing Patio Existing WP A GFI Not more than 20' no less than 6' from pool Residence Pool control panel Install pool/spa per ANSI 3,5,7,15 and 16 Pool patio and equipment to be in accordance with FBC 2020 code chapter 64E-9 FAC and requirements of FBC Ch 4,454 All bonding and electrical noted on a separate sheet. To be current with all codes S N I N N N l Concrete Filter Pad Confirm filter location 1 Clear area J 1n front of pool panel SCALE: 1/8" =1' RECEIVED MAR 12 1011 Permitting aapartment St. Lucie County Pool Size: 15' x 34' Depth: 3'6" to 5'6" Area: 510 sq. ft. Perimeter: 90' Gallons: 17,166 Coping: Over pour Filter: Cartridge Pump: Pentair, Model 012530 Lights: 2- LED Pool Coating: Gem Deck type: Spray deck Area: 722 sq ft Drain: Deck o drain Automatic Cleaner line Child safety Z[d3 • d�Am dab REViEWE® FOR CODE COMPLIANCE ST. LUCIE COUNTY B®CC I r.. ''T ,I ,' 9�11 kCE_ SC i No. 81238 Adams Consouting &Design inc. SurfsideRockscapes Eplin Residence — 'v�441`f 12805 79th St. danyelj78@gmail.com sz� 16538 Carlton Adams Road STATE OF�` Terence Schlitt, PE #81238 Date o •, P •'ts��� � t0RIO Fellsmere„Florida 32948 Phone: 772 519 0772 Fax: 772 4612786 CPC 1458452 Fort Pierce, Florida T. E■ S C H LITt• 1555 Indian River Boulevard, Suite B-145 /�ss • ~ 32960 /�Ili�WAI. �1\\� E NCA# 32295 772 360.4998L info@schlittengineering.com _ 11111111/ _K PDOLRJGBONiDAtAt47O1R['swox®HAtN noouesnws-d•c® wo wmFcRa;W a mo srooromoFa twm Mr, MCM.Atlilifft]Y NOTE: OUTSIDE ANGLE OF REPOSE 6' AND FURTHER = ---------...... Clre----------------------- --- - WlbuvoFtrTtE P�P�S GMIFuxa ss• Wore LONGRUDINALPOOLSECnON No scale r 4" THicK WALLSw/#3's @ 12" O.0 EA. WAY 'a 3'-5'= 5" To 6" THICK WALLS w/ ADDYL #3's @ 12" O.C. EA. WAY ,s P� a-3"= 6" To 8" NCK WALLS W/ ADDYL #3's @ 12" O.C. EA WAY ANGLE OF REPOSE Flow and Friction Loss Per Foot Schedule 40 P.V.0 Velocity - Feet Per Second Pipe Size g fpc 10 fps 1" 21 gpm 0.23' gpm 0.3 1.5" 50 gpm 0.14' 62 m Ohl' 2" 82 gpm 0.10' 103 g 0.16' 2.5" 117 gpm 0.09' 146 gp 0.13- 3" 181 gpm 0.07' 22 gpm .10' 4" 313 gpm 0.05' 942 gpm 0. ' 6" 712 gpm 0.03' (2)+n6Dut�acNvc TbFISHWX41 - IlNi6O.C� FURrs$,rs @$ 1216M fl�WiYL WAS= c a DSUNG 1115A ICE SIAS LL o� � a v ° ' Y'' Yx4 x]7►w�m a' amtGFaMOM COGNIEENMS dxa Pbxmbs>+� SHORING DETAIL x' Return ee ball 2- 4 Return PIPMS vG8 series 32' Channel Draln realm a' persec. Sln* Channel dual outlet PerFRC41OL6.6 POOL MAIN DRAM DETAIL. To be installed on the filter pump for a final inspection Pressure guage (Do Vacuum guage FIOO4Ci$AFrsi 6'IIE HYOTAOAeID N4!(i, s°na,Rm1norm 4'D a Wens HMR30M '90 VAK �y Tbpw -UME GNE&WaL POUR GREM tic �! MwDaw& . AMOLUPrry c,� TOMAMMLN o p WIerOIwGPom 0 6 � p o ] W11010WIPE GRV& op p uaslalw c NOTE II DEMISE MAXWAtLSLOPE(lYP) Typical Wall & Floor Section / Well Point Pool one pump System Pool equipment to be bolted per maulacures spec..- bolts Filtration pump A %VlApfieffC > > > > t� �. • B +" 'ELEWMW eE4X Prof DIAr--r--1 Phan i IB @2rQCr,LWW (oaRasome-W D�ami0m.E8as �]ro�CAssoAy alit nxv > > © A-Ro12MMAM e-Lux&LuSRM �g�GC ' C-PbaFaaiWlRearcGac�&mReo a,V o-HEaet E-G OTM r.,i'1--,iV110'VedEPBDx143i81bff V 2011 VGB Pool Entrapment Requirements APSP-5 and 7 Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer 1. Calculate Pool Volume: -15 avg.- x -34_ Ft_4.5- x 7.48 (gal/ Ft) =-17,166-ga1_ (Surface Area) (Average Depth) (Volume in gallons) 2. Determine Flow Rate: _17,166-ga1_ / _476_ = _3 6 gpm_ + = 36 gpm_ (Volume ) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) Determine Pipe Sizes: Trunk Piping to be _2"_ inch to keep velocity @ 8 fps max. at _82_ gpm Maximum System Flow Rate, Return Piping to be 2"- inch to keep velocity @8 fps max. at _82_ gpm Maximum System Flow Rate. 2011 Pool Pump l Energy Efficiency Requirements APSP-15 Pool Pump Controller: Time Clock Set to run daily @ 36 gpm for 476 Min. to achieve one complete turn over in less than 12 hrs max. Minium run time of 476 mins.17.166 gal. / 36gpm = 420 min. Pool Filter 17.166 / 476 min. / .375 = 96 filter's min sq. IL Pump selection: (012530) using TDH & Calculator ( see attached farm) Pentair Model 012530 RESIDENTIAL SWIMMING POOL NOTES 1. CONSTRUCTION SHALUCOMPLY WITH FBC 2020, ANSI-7 AND ANSI-15. 2. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF EXISTING LOT AND RESIDENCE. POOL CONTRACTOR/OWNER SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES IF NECESSARY PRIOR TO CONSTRUCTION. 3. CONTRACTOR/OWNER NER SHALL LOCATE ALL UTILITIES AT THE SITE AND MAINTAIN MINIMUM CLEARANCES PER CODE. CALL 811 BEFORE CONSTRUCTION BEGINS. 4. POOL DECK SHALL BE CONSTRUCTED OF CONCRETE OR OTHER NONABSORBE.NT MATERIAL HAVING A SLIP RESISTANCE FINISH AND SHALL BE UNIFORMLY SLOPED TO PREVENT STANDING WATER. 5. POOL DECK SHALL HAVE A MINIMUM PITCH OF THREE INCHES IN TEN FEET AWAY FROM POOL OR TOWARDS THE DRAINS. SLOPE SHALL NOT EXCEED 1.20 UNLESS NOTED PER PLAN. 6. FOUNDATION SHALL PROVIDE A SAFE BEARING CAPACITY OF 1200 PSF MINIMUM. ORGANICS, MUCK, OR OTHER TYPES OF DELETERIOUS MATERIALS ENCOUNTERED UPON EXCAVATION SHALL BE REMOVED AND THE AREA BACKFILLED WITH WELL GRADED GRANULAR FILL AND COMPACTED IN 12 INCH LIFTS. If WEAK SOILS CANNOT BE REMOVED, POOL SHALL BE DESIGNED AND BUILT ON PILING SYSTEM WITH STRUCTURAL SHELL. 7. CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION AND WITHOUT DISTURBING THE PLUMBING. BACKFILL MATERIAL SHALL BE CLEAN SAND, FREE OF ORGANICS AND PLACED IN 12 INCH LIFTS. EACH LAYER SHALL BE COMPACTED TO 987 DENSITY BY TAMPING SOLIDLY. SOILS BENEATH THE PATIO SHALL BE COMPACTED SIMILARLY. POOL BACK FILL SHALL BE TESTED BY A SOIL ENGINEER S. WATER VELOCITY -MAX 8FT/SEC AS PER FBC-R 4501.' 9. POOL BARRIER SHALL COMPLY WITH FBC R 4501. 10. EQUIPMENT FOUNDATION PAD SHALL'BE MIN. 4' THICK TxT 3,000 PSI CONCRETE SLAB OVER WELL COMPACTED GRADE. 11. WATER EQUIPMENT SHALL COMPLY WITH FBC-R 4501 AND SKIMMERS SHALL COMPLY WITH FBC-R 4501.21 12. ALL STEPS, -SHELF, AND SWIMOUT BENCH EDGES SHALL HAVE A 'iILEBORDER.OF OP._POSITI COLOR OF GEM FINISH FOR VISIBILITY. ; 13. ALL STEPS AND SWIMOUTS SHALL BE SOLID GUNITE, ALL GUNITE SHALL BE 3,000 PSI MINIMUM 14. SHELL BELOW COPING EDGE SHALL HAVE ONE #5 BAR OR TWO #3'S CONTINUOUS. 15. HANDHOLDS"SHALL BE INSTALLED AT POOL EDGE WHERE BOTH THE DECK IS GREATER THAN 6" ABOVE SURFACE OF WATER AND WHERE THE DEPTH OF POOL EXCEEDS 4 Fr. LOCATE NO GREATER THAN 4 FT' ON CENTER AND 9" ABOVE WATERLINE. 16. TRENCH DRAIN COVERS) SHALL BE SECURED IN PLACE SO THAT TOOLS ARE REQUIRED FOR REMOVAL 17, POOL WALLS SHALL NOT SLOPE GREATER THAN 11 DEGREES. 18. FLOOR SLOPES -SHALL BE REASONABLY UNIFORM AND SHALL COMPLY WITH ARTICLES 5.6.1 THRU 5.6.3. 19. SLOPE OF POOL FLOOR SHALL NOT EXCEED THE FOLLOWING AMOUNTS: SHALLOW END TOWARDS DEEP AREA: 1 VERTICAL IN 7 HORIZONTAL', DEEP END: 1 VERTICAL IN 3 HORIZONTAL. 20. PRESSURE GAUGES (SEE DETAIL) SHALL BEINSTALLEDON FILTER PUMP FOR FINAL INSPECTION. 21. HYDRO -STATIC RELIEF DEVICE INSTALLED IN AREAS THAT EXCEED 1 'FT WATER TABLE IN SHELL. 22. LIFE SAFETY:.A BARRIER OR ALARM IS NOT A SUBSTITUTE FOR RESPONSIBLE SUPERVISION. NO CHILD SHOULD BE LEFT UNATTENDED. THE POOL DESIGNER CANNOT BE HELD RESPONSIBLE.FOR ANY LOSS, DAMAGE, DEATH, OR INJURY DUE TO MALFUNCTION OR FAILURE OF A BARRIER OR ALARM. G&O5\G`�G. REVIEWED s�ppyy o�vREVIEdYE® FOR BODE COMPLIANCE PoP`5G ST" LUCIE COUNTY BOCC Install pool/spa per ANSI 3,5,7, 25 and 16 `, -� Pool patio and equipment to be In accordance with FBC 2020 code chapter 6t�9C E S and requirements of FBC Ch 4,454 \\\ _ C/y All bonding and electrical noted on a separate sheet. To be current uvitM�l C j►A ' No.81238 STATE OF ; � � Adams Consulting & Design, Inc. SurfsideRockscapes Eplin Residence 12805 79th Street S��R�s danyelj78@gmail.com 16538 Carlton Adams Road Terence Schlitt, PE #81238 Date // %Y, Phone: 772 519 0772 T. E. S C H LITT 1555 Indian River Boulevard, Suite B-145 //, 701V A; Fellsmere, Florida 32948 Fax: 772 4612786 Fort Pierce, Florida E N O I N E ERING Vero Beach, FL 32960 CA#32295 772.360.4998 info@schiittengineering.com e, ..,.. Lm=b at'• r L i PaALh: �tC7t li.Kt-7 AJ.�7 F�A� a�tuy CU.=.4 i •"hN1'r♦h.�lda�i2Mw,g �i'Sll:.. ' 1LQJ It.4':3AJi tK-b { Equipateund i I',t ,: Loop #11 copper around Pool I.. 6 u, i i 1 u, a ,' u,p Ili.-. �� �` n 1 �.t�-e_ �,, „ err �• t� astfflation must u r u m to the FBC 2020 nt u1.:i e loed codes irar� Iwo I " ia'lE'9 r,ft1ftft*/ -sa: mom or Tawakslaim x t r6SX ol!>Nrll�rimnmx 39VJW 111�-gr1"w a, - waaWbOAM or t*wKw er--9A w mama r lKwAftwom wv4' a W.M&wt arKiwMalor imubmw Opp >tG BOND 1"REIMParatma Pad �#ILCL� r� ,. �►. I{era 1 � t , REVIEWED FOR EQMEOTENTIALBONDINGDETAIL CODE COMPLIANCE lPMROMABUHREGCODEPIM"AWN ST. LUCIE COUNTY r � BC 20 0��� SCCC Ada Consulting Desiem Inc. Pool Builder@bellsouth.net PhGne: M318M6 fta: 7725718IN